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IF <br />FLOOR DECK <br />2x6 PT TERMINATION <br />2X4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 1 So COMMON W/ (6) 3/1 S­ x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-O'BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />OEL� <br />SCALE: 3/4"=V-(r <br />SIMPSON H6 Wl <br />(8)8d COMMON NAILS 2x ST DS <br />S MPSON H6 Wl (8) 8d EACH END <br />IN <br />COMMON NAILS, EACH <br />ENE) EVERY STUD OR ON <br />EACH END OF "BUNDLE' <br />OFSTUDS <br />PLYV4000 FLOOR <br />SHEATHING <br />SIMPSON SPH41SPH6 BTM. J <br />FLOOR TRUSS OR PLATE STRAPS W/ I Od x I <br />GIRDER TRUSS 1/2" HOG NAILS <br />WALL FLOOR FRAMING, <br />(_,_'�.TRUSS PARALLEL TO WALL <br />SCALE: 314"=V-0" <br />ll,�j <br />DBL PT 2XS BUK'NG BETWEEN <br />TRUSSES Wl 10d G 3r O,C. IST PLY <br />INTO LEDGER AND I Od 0 3- D.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8"CMUWALL <br />REINF PER PLAN <br />PER ELEVATION <br />O= <br />PER ELEVATION WEE <br />ly , <br />IX2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG @ 3"O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />SHOWN <br />SIMPSON A23 AL <br />EX TRUSS <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />2)L LEDGER <br />SCHEDULE <br />ECTION DETAIL <br />AT TRUSSES BEARING <br />r,_'�ON EXTERIOR WALL <br />LE: 3/4"=V4Y <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O�C,; <br />STAGGERED <br />AS SHOWN <br />OBL 2X8 LEDGER <br />TO CMU W1 1/2"EXP, SOLT <br />8' CMU WALL AT 16"O.C. AN 8" FROM <br />END W/ MIN 15-1/2" EMBED, <br />REINF PER PLAN <br />FLOOR DECK <br />PER ELEVATION JL /4' <br />0 <br />PATTERN <br />PER ELE TION S9 <br />T PRE-EIZINEEREDWOOD <br />2X4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER Wl FRAMING PLAN) <br />MASONRY NAILS <br />@ 12- O.C. <br />I X2 FIRE -STOP ION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=I'-(r <br />(Di2 0 <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DSL PT 2X6 BLK'NG BETWEEN <br />2X4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W1 10d @ 3' O.C� I ST PLY <br />FLOOR DECK <br />2X4 CONT. W1 (4) 16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d 0 W O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: <br />0 TOP OF FLR TRUSS <br />BRACE W1 (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2X6 <br />x 2" LONG @ 3" D.C.; <br />TOENAIL INTO TRUSS Wl (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE 10 <br />7 <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2d; w <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />3/4"AS SHOWN <br />2X4 BRACE @ 48" 0 C. W/ (5) 12d <br />l'-4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />V-0- TO 30--0' (1) 7' BRACE <br />S—r <br />NAILS 0 EA. END <br />LINE <br />1XI ClNTF' IS) 16d NAILS <br />C T OF LOOR TRUSS <br />301-1 - TO 60--0 (3) 'X- BRACE PRE-ENG GABLE TRUSS <br />'X' <br />/-DBl_2X8LEDGER <br />TO CMU Wl ilzl EXP. BOLT <br />8d RING SHANK NAILS @ 4" D.C. MAX <br />(ST. 2X6 IS FOR WALL <br />(1) BRACE @ CENTER <br />"X- <br />8'. CMU WALL <br />REINF PER <br />AT 16"O.C. AND 8"FROM <br />INTO BLOCKING <br />SHEATHING NAILER) <br />(2) BRACE DIVIDED EQUALLY 2x SUB -BAN <br />FROM TO END. STIFFBACK AT ALL <br />PLAN <br />END Wl MIN 5-1/2"EMBEDAL <br />16d NAILS @ 8- O.C. MAX <br />CE14TER <br />UPRIGHTS OVER 4' _10"HIGH <br />IX2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER EL VATION /L <br />FLOOR DEC <br />PER ELEVATION PER ELEVATION <br />0 <br />PLYWOOD SHEATHING, SEE <br />NAILINIG PATTERN <br />"ROOF/WALL/FLOOR <br />0 <br />SHEATHING <br />FASTENER SCHEDULE" <br />RER ELEVATION <br />Ak PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />Z CONNECTION PER <br />1 x2, 2x WOOD FASCIA <br />NAILERW/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />TRUSS MFG, <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3) 1 Gd ENGINEEREDWOOD <br />0 IT D.C. <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />SIMPSON HETAl 6 @ <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. TRUSSES @ 24- O/C, <br />Ix2SECUREDW/lDd SUBMIT SHOP DRAWINGS <br />I X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 @ <br />Wj TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />32" D.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />12" O/C AND APPROVAL SECURED Wt (2)12d's <br />MASONRY BOND BEAM EACH TRUSS <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE <br />/":�TO <br />GABLE END PRE-ENG'D TRUSS <br />SCALE: 3/4"-I'-T <br />_`�PRE-ENG FLOOR TRUSSES <br />W/ HIP RETURN SCALE: 3/4"=V-0" <br />_0" <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO SAYSC-O"O.C. (AT <br />PRE-ENGD <br />WOOD <br />SEE SCHED. BELOW <br />ROOFTRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24 O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER E EVATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2X6 PT PLATE TO BLK <br />W/ TRUSS PLAN <br />TRLM TO TOP PLATE <br />518"GYPSUM BOARD OR 1/2" HIGH <br />W/ 112" DIA. ANCHOR SOLT Wl 2" <br />A-SIMPSONMTS12 <br />STRENGTH CLG. BOARD <br />4.4108 SYP NO. 2 <br />WASHER SET IN HIGH <br />U � 990 LES W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE .1 (2) <br />WOOD POST TO <br />STRENGTH EPDXY G'MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB.SEE <br />EMBED, AT 3TOC MAX <br />8 - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE To 2X8 P.T. <br />U� 1 420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 9'0.C. MAX <br />GALV. NAILS EA. STRAP <br />2X4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM ' PLATE TO BE PT <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />7_0 <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2"GYP. WL. BD. <br />:0: <br />AND TOP PLATE ANCHORS Wl <br />10d x 1 M2" .0 .. N NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />— <br />CONT. 20 SECURED W/ (2) 1 Od'. @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x T' <br />1/2" xg" WEDGE ANCHOR Wl 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED G 10'-0" D.C. <br />MAX. <br />EPDXY 5-1/2" EMBED. MIN, @ 16" <br />OC MAX. <br />SCALE: .4"=11. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CON .7101 <br />MEG <br />A - SIMPSON MTS-1 2 U 990 LEIS W1 (14) 1 Od GALV. NAILS. <br />B - SIMPSON HTS-20 U 1310 LBS Wt (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U � 4565 LES VGT TO TRUSS Wl (16) <br />I/4"XTSDS, (1) 5/8- A.T.R, TO HDU4 AND (10) 1/4" X 2 1/2" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />P0BTT0 SLAB OONNECTION <br />SCALE: 314'�V-0" <br />A&B - SIMPSON ABU"Z POST BASE -U:1,900 G:5,660 W/ 518 DIA. x 6"EXP. BOLT <br />SIMPSON ABU46Z POST BASE �U:2,300 GA 0,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB �U*565 W/ 51r A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26) 1 Sd x 2-1/7'NAILS TO POST, <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />www.abdeslgngroup.com <br />AA #.- 0003326 <br />r DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFrING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MS-2628 <br />FAX: 8134MG-2802 <br />SILVERADO <br />LOT #24 <br />BLK #10 <br />pa0imcT# <br />03719,000-24 <br />"OpEt, <br />2795-B <br />C;AP-*4GZ IBIWING: <br />LEFT <br />PAOr. <br />DETAILS <br />150 MPH EXP. <br />A <br />